Member Deflection Ratio
Member Deflection Ratio
(OP)
In the never section deflections results there is a L/y Ratio & L/z Ratio. I see that in the Risa Help menu there is an arbitrary L/360 value for the example. What is the typical deflection criteria used & how does Risa flag these criteria?
RE: Member Deflection Ratio
RISAFloor, on the other hand, does a lot with deflection ratios. But, because this was posted to the RISA-3D formum, I am assuming that you are not asking about that program at all.
RE: Member Deflection Ratio